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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.2 LAccepted-AOC | L1 | Accepted-AOC Accepted due to Lower Rates | |
| 2 | L2₹11.1 L+₹93,390 (9.19%)Rejected-AOC | L2 | Rejected-AOC Rejected due to Higher Rates | |
| 3 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | |
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹10.1 L
EMD Value
₹20,220
Closing Date
12 Feb 2020, 5:00 pmClosed
Executive Engineer
Executive Engineer Provincial Division PWD BandR Branch Faridabad
Special repair by providing removing and refixing of existing cement concrete block, interlocking paver block on Chhainsa Gharora road Km 4.809 to 4.909 and 6.690 to 7.090 in Faridabad District Road ID 3228 REINVITED
2020_HRY_116783_1
508-557
Open Tender
Civil Works - Roads
Works
60 days
Village Chhainsa District Faridabad
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Executive Engineer Provincial Division PWD BandR
₹20,220
3 Jul 2020
31 Jan 2020
14 Feb 2020
31 Jan 2020
12 Feb 2020
31 Jan 2020
Amount
Special repair by providing removing & re-fixing of existing cement concrete block/ inter-locking paver block on Chhainsa Gharora road from km 4.809 to 4.909 & 6.690 to 7.090 in Faridabad District [Road ID: 3228] [RE-INVITED]
Dismantling of existing CC block pavement including transporting and stacking usable block along road side and dispose unusable blocks outside PWD land or desired by Engineer (NS)
Providing and laying 150 mm thick granular sub base consisting of filter layer confirming to Table 400.1 Grading - III of MoRT&H 5th edition, mixing in a mechanical mix plant at OMC, carriage of mix material to the site of work, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve desired density complete as per clause No. 401 of MoRT&H specifications. Note: - 1.Only crushed metal material should be used. No local earth sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI). 2. Material and operation manufacturing shall be approved by engineer.
Providing and laying 150 mm thick granular sub base consisting of drainage layer confirming to Table 400.1 Grading-VI of MORT&H 5th. Edition, mixing in a mechanical mix plant at OMC , carriage of mix material to the site of work, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve desired density complete as per clause No. 401 of MORT&H specifications. Note:- 1. Only crushed metal material should be used . No local earth sand shall be used. The material finer than 425 micron shall have zero Plasticity Index ( PI) . 2. Materials to be used and operations of manufacturing shall be approved by Engineer.
Relaying old CC blocks over 25 mm thick fine sand including transportation from road side where stacked excluding cost of CC blocks and complete in all respect as per specifications (NS).
Providing & Laying precast cement concrete rectangular block M-30 with stone aggregate 20 mm nominal size in cement concrete duly compacted with hydraulic machine 450 mm x 300 mm x 150 mm with minimum cement concrete 320 Kg / per cum including form work placing & fixing in position complete in all respect (NS)
Relaying 80mm thick ISI marked interlocking paver blocks (Confirming to IS: 15658 of -2006/IRC SP-63-2004) of all shapes and colours of design mix cement M-40 over a bed of 30mm thick fine sand complete in all respect (HSR 10.159) Labour Rate Only
Providing & laying 80mm thick ISI marked interlocking paver blocks (Confirming to IS: 15658 of -2006/IRC SP-63-2004) of all shapes and colours of design mix cement M-40 over a bed of 30mm thick fine sand complete in all respect (HSR 10.159)
vishal ahluwalia construction co.
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